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International Journal of Steel Structures - v. 11, n. 1 (2011)

Publié:	2011

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Chen, Tao / Gu, Xianglin / Li, Hua	Behavior of steel-concrete composite cantilever beams with web openings under negative moment	39-49
Topkaya, Cem / Şahin, Serkan	A comparative study of AISC-360 and EC3 strength limit states	13-27
Gerasimidis, S. / Baniotopoulos, C. C.	Disproportionate collapse analysis of cable-stayed steel roofs for cable loss	91-98
Rodgers, Janise E. / Mahin, Stephen A.	Effects of connection deformation softening on behavior of steel moment frames subjected to earthquakes	29-37
Kim, Young-Ho / Choi, Hoon / Lee, Seungsik / Yoon, Soon-Jong	Experimental and analytical investigations on the hat shaped shear connector in the steel-concrete composite flexural member	99-107
Hu, Jong-Wan / leon, Roberto T. / Choi, Eunsoo	Investigation on the inelastic behavior of full-scale heavy clip-angle connections	1-11
Kazemi, Mohammad Taghi / Asl, Masoud Hoseinzadeh	Modeling of inelastic mixed hinge and its application in analysis of the frames with reduced beam section	51-63
Appuhamy, J. M. R. S. / Kaita, T. / Ohga, M. / Fujii, K.	Prediction of residual strength of corroded tensile steel plates	65-79
Wang, Zhanfei / Toshitaka, Yamao	Ultimate strength and ductility of stiffened steel tubular bridge piers	81-90

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IssueID
14903
Publié(e) le:
10.12.2018
Modifié(e) le:
22.12.2020

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